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v KEN 114 YD ALE k7r E: VV kY ICENN YDA L E GA TEWA Y L L C 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 Cl VIL CONSTRUCT/ON PLANS HORIZONTAL DA TUM NAD 83/91 PER CITY OF RENTON CONTROL POINTS 1834 AND 1893 VERTICAL DATUM NA VD 88 PER CITY OF RENTON CONTROL POINT 2100 REFERENCES SEE SHEET C1.02 LEGAL DESCRIPTION SEE SHEET C1.02 EXCEPTIONS CONTAINED INA TITLE SEE SHEET C1.02 NOTES SEE SHEET C1.02 CONDITION OF APPROVAL: `I )A KING COUNTY SPECIAL USE PERMIT (SUP) IS REQUIRED PRIOR TO CONSTRUCTION OF THE ROUNDABOUT AT THE INTERSECTION OF 43RD STREET AND LAKE WASHINGTON BLVD N. A COPY OF THE ISSUED PERMIT SHALL BE PROVIDED TO DEVELOPMENT ENGINEERING PROJECT MANAGER. SITE INFORMA T/ON ASSESSORS PARCEL NUMBERS - SITE ADDRESS - TO TA Z SITE AREA: ZONING. GROSS SITE AREA: MIN ALLOWED DENSITY MAX ALLOWED DENSITY - PROPOSED UNITS.• PROPOSED /MPERV/OUS SURFACE. UTILITY PROVIDERS.- WATER SANITARY SEWER STORM DRAINAGE POWER & GAS GRADING 3224059049 1310, 1321 & 1331 NE 43R0 ST RENTON, WA 338, 215 SF (7.76 ACRES) COR 338, 215 SF (7.76 AC) 30 DU/NET AC 50 DU/NET AC 378 UNITS 5.73 AC CITY OF RENTON CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY CUT 3, 759 CY FILL: 3, 304 CY NET 455 CY CUT OWNER KENNYDALE GA TEWA Y LLC 505 5TH A I/ENUE S, SUITE 900 SEATTLE, WASH/NGTON 98104 CONTACT BRANDON MORGAN PHONE- (206) 342-2000 ENGINEER/PLANNER/SURVEYOR/ CORE DESIGN INC. 12100 N.E. 195TH STREET, SUITE 300 BOTHELL, WASH/NGTON 98011 CONTACT MATT STEFANSSON, P.E. - ENGINEER CONTACT GLENN SPRAGUE, P. L. S. - SURI/EYOR CONTACT CAFE HERUAVSEN - PLANNER PHONE • (425) 885-7877 GEOTECHNICAL ENGINEER HART CROWSER, INC. 3131 ELL/OTT AVf,, SUITE 600 SEATTLE, WA 98121 CONTACT GARRY HORV/TZ, P.E. PHONE- (206) 324-9530 ARCHITECT HENSLEY LAUK/N RACHEL, INC. 14881 QUORUM DR. SUITE 1550 DALLAS, TX 75254 CONTACT L OR/ OBEYESEKERE PHONE- (972) 726-9400 LANDSCAPEARCHITECT BERGER PARTNERSHIP 1927 POST ALLEY, SUITE 2 SEA TTLE, WA 98101 CONTACT LAURA LANEY PHONE- (206) J25-6877 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/2 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 z- 3 95% CD'S DJL 5/15/27 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/z- NO. I REVISION I BY I DATE SHEET INDEX CORE DESIGN 1 C1.01 2 C1. 02 3 C1. 03 4 C1. 04 5-8 C1.05-C1.08 9 C1. 09 10-13 C2.01-C2.04 14 C2.31 15 C2.32 16-19 CJ OI-CJ 04 20 C3.31 21-22 C3. 32-CJ JJ 23--26 C4. 01-C4. 04 27-29 C4.21-C4.23 30-37 C4.31-C4.38 38-41 C5. 01-05. 04 42-43 C5.21-05.22 44-45 C5.31-05.32 46-47 C5.33-05.34 48 L 1.01 TENW 1 PM-01 2 PM-02 3 SG-01 4 SG-02 5 SG-03 6 SG-04 7 SG-05 8 /L -01 9 /L -02 10 /L -03 11 /L-04 12 PC-01 13 PC-02 14 FB-01 15 FB-02 16 FB-03 BERGER 1 L0.00 2 L1.00 3-14 L1.01-L1.12 15-18 ZJOI-ZJ04 19 L4.00 20-JI L4.01-L4.12 32 L 4.13 33 L5.01 34-36 L6.01-L6.03 HLR 1 E101 2 E200 SE 76TH ST 0� �0 tiV �P N 42N0 PL SITE NGTON W p,SN -40 Q N 4OTH ST = = NE 40TH ST Q �P COVER SHEET EXISTING COND/T/ONSITOPOGRAPHIC SURVEY ERC/HEX CONDITIONS OF APPROVAL HORIZONTAL CONTROL PLAN SITE PLAN COMPOSITE UTILITY PLAN TEMPORARY EROS/ON & SEDIMENTATION CONTROL PLAN TEMPORARY EROS/ON & SEDIMENTATION CONTROL NOTES & DETAILS TEMPORARY EROS/ON & SEDIMENTATION CONTROL DETA/LS GRADING PLAN ROAD SECTIONS GRADING DETAILS ROAD & STORM DRAINAGE PLAN ROAD & STORM DRAINAGE PROFICES ROAD & STORM DETAILS WASTEWATER & WA TER PLAN WASTEWA TER & WA TER PROF/LES WASTEWATER STANDARD DETAILS WATER STANDARD DETA/LS TREE RETENT/ON PLAN PA I/EMENT MARK/NG PLAN PA I/EMENT MARK/NG PLAN SIGNING PLAN SIGNING PLAN SIGNING DETAILS PA I/EMEN T MARK/NG & SIGNING DETA/LS PA I/EMEN T MARK/NG & SIGNING DETA/LS ILLUM/NAT/ON PLAN ILLUM/NAT/ON PLAN ILLUM/NAT/ON DETA/LS ILLUM/NAT/ON DETA/LS PHOTOMETRIC CALCULATIONS PHOTOMETRIC CALCULATIONS RRFB PLAN RRFB D-TA /LS RRFB DETAILS OVERALL PLAN LANDSCAPE NOTES AND LEGENDS MA TER/ALS PLAN DETAILS PLANT/NG NOTES AND SCHEDULES PLANT/NG PLAN SHOREL/NE BUFFER ENHANCEMENT PLAN PLANT/NG DETAILS IRR/GAT/ON PLAN SITE PLAN PHOTOMETR/CS SITE PLAN L/GHTING SPEC SHEET CA UT/ON: UTILITY CONFLICTS LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNI/ER/F/ED PUBLIC INFORMA T/ON AND SHALL BE FIELD Vf-R/F/ED SY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE © 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURVEYOR OF RECORD TO SURVEY THE HORIZONTAL AND INERT/CAL LOCATIONS AND VERIFY THE LOCAT/ON, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES ON THE PROJECT S/TE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFLICTS EXIST. IF CONFLICTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DES/GN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. SURVEYED: SCALE: SY OTHERS DESIGNED: DAN/EL ✓. LARSON, P.E. DRAWN: CHUCK FENCING ONE INCH KAET7E LANE, f T. IF NOT ONE AT FULL C NCH AP P R APPROVED: SCALE ACCORDINGLY DAN/EL ✓. LARSON, P.E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. VICIN17 YMAP SCALE I" =1000' DEVELOPMENT ENGINEERING yqi 06/09/2026 w ? .,OF WAsy;yso CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING o'• 21018929 '� DESIGN SURVEYING F Os NAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5'26'2& R-427501 W-427501 S-427501 T-427501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering' jfarah 06/02/2026 WASTEWATER UTILITYIL Mbenoit 06/03/2026 WATER UTILITY ABDOUL GAFOUR 06/09/2026 REGIONAL FIRE AUTHORITY APPROVED cthomas 06/02/2026 KENNYDALE GA TEWA Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 COINER SHEET 0 0 0 0 N N PAGE DRAWING NO: C.I. of W SHEET: OF: 1 48 MAY CREEK PARK OVERALL PLAN 0 CURRENT PLANNING Clark Close 06/02/2026 0 30' 60' 11111:01 t4kv NORTH SCALE: V=30'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ c� Q N -0 a�CV OF W A Siy GORY E. B/�0� O r � V -� 0, 'SEX P .1011�\ C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ii VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No OVERALL PLAN SCALE: 1 " 30' LO.00 PAVING LEGEND CIP Concrete Paving CIP Concrete Paving - Vehicular q. CIP Concrete Paving - Permeable (Per Civil) Special Paving Type 1. ° ° Precast Concrete Pavers, 24'' x 48" x 2 1 /2" Special Paving Type 2: Precast Concrete Pavers, 3" x 18" x 4" Special Paving Type 3: Precast Concrete Pavers, 3" x 18'' x 4" Special Paving Type 4: Concrete Plank Paving Decorative River Rock 000000o00000 0000000000,00 o00,0000o�o0Pea Grave o0o0o0o0o0o0 on0-000-0-0- ������� o > Maintenance Strip ` Crushed Rock Surfacing Artificial Turf Engineered Wood Fiber Surfacing - Play Area Engineered Wood Fiber Surfacing - Dog Park SYMBOL LEGEND ABBREVIATIONS: DETAIL KEYS TIC TOP OF CURB x DETAIL NUMBER BC BOTTOM OF CURB Lx.xx TR TOP OF RAMP DETAIL SHEET BR BOTTOM OF RAMP TW TOP OF WALL BW BOTTOM OF WALL DI TOP OF DRAIN INLET SECTION/ELEVATION SYMBOL TF TOP OF FOOTING PA PLANTING AREA x DETAIL NUMBER Lx.xx WL WATER LEVEL DETAIL SHEET FG FINISH GRADE HP HIGH POINT LP LOW POINT TP TOP OF PAVING EJ EXPANSION JOINT EW EACH WAY TYP TYPICAL V.I.F. VERIFY IN FIELD CURRENT PLANNING Clark Close 06/02/2026 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE PJ1VJITJA:I q [9 G [am ►1 ;11 0 PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 0 2 Q co w CO c� Z LO H Na cY co Q �� a�N GW A13 SO�OYO� Cif O r � � V o 2OS sg6 EX P .1011�\ ��� Cq PE pRG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ii VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. LANDSCAPE NOTES AND LEGENDS L1.00 s, I / I / I m C F L L C L L C C F L C L L C MATERIALS PLAN 1 I `1 . V 1 1" 1 L I. V 1 CURRENT PLANNING 4&V 0 8' 16' Clark Close 06/02/2026 ' NORTH SCALE.1/8"=1'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ c� Q N -0 a�CV OF W A Siy GORY E. B/�0� O r � V -� 0 2OS SgS EX P. 10 C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ii VULCAN %P'vl, DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No MATERIALS PLAN SCALE. 1/8"=1'-0" L1.02 j I I I I I I I I 3 I I I I � � I I I I 1 I 1 o I 3 1 r° O oo i o00 00 00oo JO o000 1 CV r � r 1 wLLJ 1 =1� LL • w1 rr 1! 1 1 1 MATERIALS PLAN SCALE: 1 /8"-1'-0" E)CC C'LJCCT I I ni KL�-. SHLL I L1.U5 CURRENT PLANNING Clark Close 06/02/2026 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 r4&V NORTH 0 8' 16' SCALE: 1 /8" =1'-0" CD T J I— W W C) LL rr HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U W � Z NQ c� Q N -0 a�CV OF W A Sy GORY E.8,,yo O r � V -� o 2OS SgS EX P. 10 C'4 PE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ill VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. MATERIALS PLAN Ll .03 �IL , u J*PA ' PA 1 REF. SHEET 1-1.02 ° a BUILDING 1 ° PA a ° I ° STOOPS, STAIRS AND RAILINGS, TYP., REF. 1 CONCRETE ARCHITECTURE L3.01 PAVING, TYP. li PA a CD CD CD 0 a e a PA a PA o� a � a a a PA a � a as l �/ IaN� I I cc �\ 4 Ia a PA I I I I I I I I � I 1 I I I I I I I � 1 I CONCRETE CURBS AND - I RAMPS, TYP., REF. CIVIL I � IASPHALT PAVING, N I REF. CIVIL I I - I I - ' ASPHALT PAVING, REF. CIVIL I I r I J ' LL1 ' U LL- I I 1 � 1 I I I MATERIALS PLAN SCALE: 1 /8" V-0" a 6'-102 1 ILI VJI 1 LL 1 L 1. V V PERMEABLE CONCRETE PAVING, REF. CIVIL 57O � ` 1 \ PA \ NJ �Q CURRENT PLANNING �' 0 81 16' Clark Close 06/02/2026 ' '• NORTH SCALE:1/8"=T-0" REF. SHEET L1.09 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L W � Z NQ M� Q N -0 a�CV r O CV 00 0) Q >Q O - d- CV CV - U) OF W A Siy GORY E. B/y0� Z r � V 2OS SgS EX P. 10 C'4 PE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA VULCAN %0, DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. MATERIALS PLAN L1.04 M MATERIALS PLAN SCALE: 1 /8"= V-0" REF. SHEET L1.03 riCr. Pubt I L I .UI 1 CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL ASPHALT PAVING, REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL ASPHALT PAVING, REF. CIVIL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CURRENT PLANNING '' 0 8' 11 Clark Close 06/02/2026 ti NORTH SCALE. 1/8"=1'-0" ■ r J W W LL W IIr HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: ILL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ c� Q N -0 a�CV >�O�W A Sy RY E. B/y0� O r I.- v -� o 2OS SgS EX P. 10 C'4 PE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ill VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. MATERIALS PLAN Ll .05 RFF_ 0HFFT I 1 _n4 I I I_ I V I I I_ t_ 1 L I. l/ LJ MATERIALS PLAN CURRENT PLANNING ,� 0 8' 16' I 2 2 2 ttiv Clark C ose 06/0 / 0 6 NORTH SCALE.1/8"=1'-'01, HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ c� Q N -0 a�CV OF W A Siy GORY E. B/�0� O r � V -� 0 2OS S'S EX P .1011�\ C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ill VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. MATERIALS PLAN SCALE. 1/8"=1'-0" Ll .06 ill i i D I I I \ i REF. SHEET 1-1.05 0 �� I� IDI� ��III I �I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I \ � I I I \ w o I 141 D 6 W OZO �ZO ZZO £ZO -17ZO I D I 1 CONCRET 3 WOOD D K > co I CD PAVING, PAVING, P. L3.02 SEATING PLATFORM Iy W o I oD I\\ — I D PA I o I a a a a a w o I - o I �% 777 aPA I I a l LO l o CY) I 1 I I I I I I I I I I I I I I I I I I I 0 z I PA PAVING, 6' / REF. CIVIL 1 1 o PA 1 I I W I D ° O I o O°O°O O01 0 0 I ID I o°o°o°o°o°o°o°o°o°o I o °00000°0 00000°00000 a I - 0 0 0 0 0 0 0 0 0 o a a o 000°0°O° 0 0°O°O�°0°O 0 0 0 0 0 0 0 0 0 0 0 I PERMEABLE CONCRETE O I o 0 0 0 0 0 0 0 0 0 0 0 O o°o°o°o°o° °o°o°o°o°o°o°o 4 4 PAVING, REF. CIVIL co I � 00°0�0000 0000000°0000000 a I o 0 0 0 0 0 0 0 0 0 0 0 0 W O � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a PA t o 0 0 0 0 0 ,-" o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q _ p 0 0 0 0 o d o 0 0 0 0 0 0 00°0°000 0 0000000°0°0000 a a. 0 0 0 0 0 0 0 0 0 0 _ 0 0 000 0 0 0 0 0 0 a � o°0 0 0°0°00000 0°000 4 � ---- I � o 0°0 0°0°0°0 °000° ZA_ I I r� o0o°o°o°o°° °0000o a — — — — — — — D 00000> 0000°00 \0 W °o o°oo°ooa C) � �°00000 0 3 a — — — — — — — — — — — — — — — — — — — — — — a — — — — — — — — — — II — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I -- --- ----------------------------- 00 8 CAIRN GARDEN O— — — — — — — — — — — — — — — — — — — — — — — — \ D W c� L3.01 _ _ — — — — — — — — — — o a --- ---- O • 4 BASALT BOULDER I s L3.01 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — — — — — — — — — - 6 MAINTENANCE so W o STRIP, TYP. [IV — — — — — — — — — — — — — — — — — I I 11 PLAY AREA sa I L3.01 RB, — — �— — — — — D � a I o A I o 0 0 D UJ A I--------- -�------ - W O • 1 -o • I a D - D, PA u� o D r O_ ° W C o O o IIc a 4 PLA EQUIPMENT - RC BINIA 10 ENGINEEREDWOOD D L3.04 STI S, TYP L3.01 FIBER SURFA ING I I N O 2 PLAY EQUIPMENT - ROBINIA 3 PLAY EQUIPMEN - RO'BIN1A I W o I o I o L3.04 BALANCE BEAM L3.04 SITTING POLES, TYP I HC 008 001 006 005 004 003 002 Ia w o 1 PLAY EQUIPMENT - ROBINIA EXISTING STORMWATER 1-3.04 CRAWLING PYRAMID FACILITY TO REMAIN I I a a a BUILDING 2 I o a I 4 a � I 0 o I D I D 4] I I I I aI o So 9v0 1 Lt0 8tl0 6t0 090 1�90 Z90 £90 t,90 990 Q D I so SC) PERMEABLE CONCRETE PAVING, REF. CIVIL 1 I I I I I a I o i 0° 0 3 WOOD DECK 1-3.02 SEATING PLATFORM Iab'O-1 a � � 001 / / 990 / L90 990 / C C C IL--- IIL --- -II II ___ II i[ — — —III II --- II II----71 -II a II M so EO a ._ VEHICULAR CIP CONCRETE_ i 1 1 Q SD UD Q 1 LL Lli CONCRETE CURBS AND o a RAMPS, TYP., REF. CIVIL o a PA D Q Q Q PA 1 D 1 D � 1 SITE WALL, REF. CIVIL ASPHALT PAVING, D \ REF. CIVIL - I - D so II I / D W " W— I / 1•, • ,• \ • - • ,• TRAILHEAD SIGN, DOG WASTE STATION, AND INTERPRETIVE MAY CREEK TRAIL SIGNAGE TO BE OWNER PROVIDED AT GATE LOCATION. SIGNAGE PACKAGE FOR SITE TO BE SUBMITTED TO CITY BY SIGNAGE CONSULTANT DURING CONSTRUCTION. DESIGNATED PARKING SPACES FOR THE TRAIL TO BE PROVIDED - REFER TO BUILDING PERMIT # 22006612 FOR PARKING DIAGRAMS AND INFORMATION RELATED TO TRAIL ACCESS. 3 CRUSHED ROCK L3.01,I IRFArINIG TYP 1 METAL FENCING AT 1-3.03 PROPERTY LINE W/ GATE a \ EXISTING TREES OFFSITE, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PRESERVE AND PROTECT- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a LIMIT OF INVASIVE BLACKBERRY \ S - SS ss ss SS ss ss— — — — — — — — — — — — — — — — ss ss --------------------------- �s s ss �s ss ss ss ss -- 5 s ss ss ss ss ss �� ss ss ss ss ss ss ss s IN PLACE — — — — REMOVAL, REF. PLANTING PLANS ---------------------- — — — — — — — SOFT SURFACE TRAIL CONNECTION TO DEXISTING MAY CREEK TRAIL, MATERIAL _ _ AND WIDTH TO MATCH EXISTING CURRENT PLANNING 0"'41111 0 8' 16' Clark Close 06/02/2026 .. MATERIALS PLAN NORTH SCALE: 1/81'-1'-0" SCALE: 1 /8 -1 0 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U W Z Lo co Q N -0 a� CV ai C/)r o �00 Q>Q � N CV M OF W A Siy • Q 2OS SgS EX P. 10 C'4 PE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ii VULCAN %P'-, DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. MATERIALS PLAN L1.07 C s L L L C REF. SHEET L1.06 SS T` — -- — — -tt — —3� PRESERVE AND PROTECT LIMIT OF INVASIVE BLACKBERRY IN PLACE — — — — REMOVAL, REF. PLANTING PLANS MATERIALS PLAN —� --------��---- ----— — — — — — — — ----y-------------r— CURRENT PLANNING ,� 0 8' 16' I 2 2 2 ttiv Clark C ose 06/0 / 0 6 NORTH SCALE.1/8"=1'-'01, JJ r HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: ILL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U W � Z NQ c� Q N -0 a�CV O a00 rn QQ 0 �m CV 0)U) OF W A S& GORY E. B/�0� 0 v -� 0 2OS SgS EX P. 10 C'4 P E PI, ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ii VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No MATERIALS PLAN SCALE: 1/8"=V-0" Ll .08 REF. SHEET L1.04 ASPHALT PAVING, j REF. CIVIL CONCRETE CURBS AND — RAMPS, TYP., REF. CIVIL MAINTENANCE STRIP, TYP. PERMEABLE CONCRETE PAVING, REF. CIVIL REF. SHEET L1.10 CURRENT PLANNING 0 '' Clark Close 06/02/2026 NORTH 0 8' 16' SCALE: 1/8"=1'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: ILL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 Q Ln U � � O W � Z NQ H M a Q N -0 a�CV <-9F W�t3,/,y ORY0A, O r � V 2O6Nsgs EX P . Ici c'4 PE pRG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ill VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. MATERIALS PLAN MATERIALS PLAN SCALE: 1/8"=V-0" L1.09 REF. SHEET L1.09 ■ ;a I ASPHALT PAVING, REF. CIVIL .03 2 METAL FENCING AT DO L3.03J AREA W/ GATE SYSTEM CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL VEHICULAR CIP CONCRETE DOG WASTE STATION, OWNER PROVIDED ■ a a rn a:. a 0 PERMEABLE CONCRETE F — — — 10' PAVING, REF. CIVIL 10 ENGINEERED WOOD 1-3.01 FIBER SURFACING PA . — . — . — A 3 CRUSHED ROCK �L3.01 SURFACING, TYP. 19'-4" EXISTING TREES �OFFSITE, �=----�s-------------_ —_— ss ss ss ss PRESERVE AND PROTECT — — — — — — — — — — — — — — IN PLACE MATERIALS PLAN SCALE: 1 /8" = T-0" 1 METAL FENCING AT 1.03 PROPERTY LINE EXISTING 8" ALDER TO REMAIN EXISTING 12" ALDER TO REMAIN i 1 � I EXISTING 28" MAPLE I TO REMAIN _ _ _ _ _ _ _ _ _ _ _ _ ss LIMIT OF INVASIVE BLACKBERRY REMOVAL, REF. PLANTING PLANS CURRENT PLANNING Clark Close 06/02/2026 0 8' 16' NORTH SCALE:1/8"=V-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U = sz W �� Z NQ c� Q N -0 a�CV CY) N 00 C7 Q >Q O - � N CV F] �U) OF W A Siy GORY E. B/�0� G�1A O r � V 0 2OS SgS EX P. 10 C'4 PE A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ii VULCAN VP' - DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. MATERIALS PLAN Ll .10 1 = = = = = REF. SHEET L1.12 MATERIALS PLAN SCALE: 1 /8" =1'-0" LX151 INN SHLVAULU BOULDER MAY BE USED AS AVAILABLE CIP CONCRETE SIDEWALK PER CITY OF RENTON ROW STANDARDS BASALT BOULDER, CURRENT PLANNING '' Clark Close 06/02/2026 1 1 1 � 1 1/ r 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 I W W LL r 3 Q J ' 1 Z co 1 1 1 0 8' 16' 4l I NORTH SCALE:1/8"=1'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N � L U � � U W CO+ O cZ Z NQ `YD Q N -0 a�N O��j3 WAS �. OG G O �� 2 r � V 9 0 2OS S�6 EX P.1p11�\ FE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA d ri VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. MATERIALS PLAN L1.1 1 REF. SHEET L1.11 CIP CONCRETE SIDEWALK PER CITY OF RENTON ROW STANDARDS MATERIALS PLAN l°,°T! i! 11 11 1 1 Ln 0 r J LJ LJ ��_ VJ LL Lli IIr CURRENT PLANNING ,' 0 8' 16' I 2 2 2 e4& Clark C ose 06/0 / 0 6 NORTH SCALE:1/8"=T-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE PJ1VJITJA:I q 1111110 [am ►14 0 PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ co Q N -0 a�CV OF W AS GORY E. B/�0� O r � V -� 0, 'SEX P .1011�\ C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ii VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No SCALE: 1 /8"=1'-0" MATERIALS PLAN L1.12 2 CONCRETE JOINTING CAST IN PLACE L3.01 AND REINFORCEMENT CONCRETE, BROOM FINISH, REF. PLANS 4 s-------s-------- a Q 0 CONCRETE PAVING SCALE: 1 1 /2" = T-0" ADJACENT SURFACE VARIES, SEE PLANS THICKEN EDGE OF PAVEMENT WHERE ADJACENT TO SOIL OR EXISTING PAVING 4'I 3/8" EXPANSION JOINT, NO JOINT SEALER (LOCATE PER PLANS TYP.) #4 REBAR, 12" O.C. EACH WAY. 3" MIN. CLR ALL SIDES. SAW CUT 1/3 DEPTH OF SLAB SLOPE TO DRAIN PER PLANS. LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC (TYP. UNLESS OTHERWISE NOTED). VERTICAL SURFACE (CURB/ WALL/ ETC. TYPICAL SURROUNDING ALL SHELTER FOOTINGS PER PLAN). 3/8" EXPANSION JOINT, NO JOINT SEALER ° •. °- . a°i a• .: " aT "a ° • �•_ (LOCATE PER PLANS AND a AT v v a a e RESTRICTIONS TYP. ) 1 1 /2° MIN. NOTE: REFER TO CIVIL � 1-4 FOR PROFILES AND 5/8" CRUSHED ROCK, REINFORCEMENT 1211COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL THICKENED EDGE EXPANSION JOINT (EJ) CONTROL JOINT (CJ) PAVING @ VERTICAL EDGE CONCRETE JOINTING AND REINFORCEMENT SCALE: 1" = T-0" SWEEP SAND INTO JOINTS UNTIL FILLED PRECAST CONCRETE PAVERS, COL AND FINISH VARIES, REF. PLANS 1" DEPTH SAND LEVELING COURSE Z OOOOOOOOOOOOOOOO� � 0 COMPACTED 5ii $MINUS CRUSHEDROCK SoSoS� �o�oSo� SoOc�So l r T- r l 95% COMPACTED SUBGRADE SAND SET PAVERS SCALE: 1 1 /2" = V-0" q a d d 4 d . a . �° Cl e ADJACENT PAVING, REF. PLANS 4" X 5" GALV. EXPANSION ANCHOR. SPACING 18" O.C. MIN. COMPOSITE PLASTIC LUMBER BORDER SUPPLIED BY TURF INSTALLER. SET BELOW TOP OF CONCRETE 4" MAX. KERF NAILER AS NEEDED TO BEND TO SITE CURVES. RESILIENT/DRAINAGE PAD, THICKNESS VARIES BASED ON FALL REQUIREMENTS. INSTALL FLUSH WITH WITH TOP OF BOARD. DO NOT INSTALL RESILIENT PAD AT FUTSAL COURT. SYNTHETIC GRASS SURFACING. INSTALL TOP OF FIBERS 1/8" ABOVE ADJACENT SURFACE. STAPLE TO BOARD WITH STAINLESS STEEL STAPLES AND BOND CONTINUOUSLY WITH CONSTRUCTION ADHESIVE, I COMPACT SUBGRADE TO 95%, SLOPE SUBGRADE 2% TO DRAIN TOWARD UNDERDRAIN SYSTEM SUBBASE 2" DEPTH TOP LAYER OF 4" MINUS CRUSHED ROCK OVER 8" 81 DEPTH L' MINUS CRUSHED ROCK DRAINAGE, REFER TO CIVIL NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. REFER TO PLANS FOR GRADING. SYNTHETIC TURF SCALE: 3/4" = V-0" BUILDING WALL/FACADE 7 STEEL EDGI L3.01 CONT. ADJACENT PLANTING, — REFER TO PLANS MAINTENANCE STRIP SCALE: 1 1/2" = V-0" V-6" TYP. III1 i�lllll COMPACTED AND STABILIZED 1/4" MINUS CRUSHED ROCK FILTER FABRIC, SEE SPECS COMPACTED 5/8" MINUS CRUSHED ROCK 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL ADJACENT PLANTING, REFER TO PLANS 7 STEEL L3.01 EDGING FLUSH ADJACENT PAVING, REFER TO PLANS. -�' III III COMPACTED AND STABILIZED 1/4" MINUS CRUSHED ROCK OR RIVER ROCK, REF. PLANS FILTER FABRIC, SEE SPECS 5/8" MINUS CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL CRUSHED ROCK SURFACING SCALE: 1 1 /2" = T-0" ADJACENT FINISH EF. PLANS I I I , ISO ASSEMBLY FLUSH PLANTING SOIL @ - T ff PLANTING AREA OR LAWN 4" DEPTH BLACK FINISH METAL VA�VA�VA�VA� EDGING, STAKE & ASSEMBLE PER MFG. RECOMMENDATIONS METAL EDGE STAKE, 24" O.C. MIN. AND AT EVERY ANGLE, - BEND, AND CORNER 7 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL SECTION VIEW STEEL EDGING SCALE: 1 1 /2" V-0" ENGINEERED WOOD SAFETY SURFACING (COMPACTED DEPTH DETERMINED BY PLAY EQUIPMENT DESIGN HEIGHTS & MANUFACTURER'S SPECIFICATIONS) GEOTEXTILE FABRIC WITH 6" OVERLAP (SLOPE TO UNDERDRAIN SYSTEM) DRAINAGE, REFER TO CIVIL ENGINEERED WOOD FIBER SURFACING SCALE: 1 /2" — V-0" AM IA!CKIT t nK1rIITVIKIQ MCCCD -rn MI ANIC -I 1 I . III FABRIC GEOTEXTILE - NOTES: I I I I I I 6" DEPTH 8" MINUS 1. PROVIDE PER PLAN IF FOUND DURING CONSTRUCTION ACTIVITIES. 2. 3-MAN BOULDERS IF AVAILABLE, 2-MAN BOULDERS OTHERWISE. CRUSHED ROCK, 3. OWNER'S REPRESENTATIVE TO APPROVE EACH BOULDER INDIVIDUALLY AND TO APPROVE COMPACTED TO 95% PLACEMENT/ORIENTATION PRIOR TO INSTALLATION. ANY BOULDERS NOT APPROVED ARE TO BE 95% COMPACTED SUBGRADE REMOVED FROM SITE. STORE APPROVED BOULDERS ON SITE UNTIL SITE IS READY FOR PLACEMENT. OR UNDISTURBED NATIVE SOIL 1 BASALT BOULDER SCALE: 3/4" = V-0" 4"-6" DEPTH PEA GRAVEL 11 PLAY AREA CURB L3.01 ADJACENT PLANTING, REFER TO PLANS X` CAIRN GARDEN SCALE: 1 1 /2" = V-0" LIGHT BROOM FINISH AT TOP OF CURB EXP. JT. AT BACK OF CURB TYP. CAST IN PLACE WHERE ADJACENT TO CONCRETE CURB CONCRETE PAVING, REF. PLANS 6" ADJACENT FINISH GRADE 1" RADIUS AT ENGINEERED VARIES, REF. PLANS WOOD SAFETY SURFACING, 1/4" RADIUS AT PLAY TURF SYNTHETIC GRASS ADJACENT PLAYGROUND a z SURFACING VARIES, REF. PLANS ° _ (2) #4 REBAR CONT., �. MIN. 2" CLR ALL SIDES ` — $" CRUSHED ROCK, COMPACTED TO 95% — 950/c COMPACTED SUBGRADE I I (- OR UNDISTURBED NATIVE SOIL NOTES: 1. MATCH TOP OF CURB TO HEIGHT OF ADJACENT CURBING/PAVEMENT, OR AS NOTED ON PLAN. PLAY AREA CURB SCALE: 1 " — T-0" CURRENT PLANNING A0 Clark Close 06/02/2026 ' — 2/3 OF TOTAL CAIRN GARDEN AREA TO HAVE VARYING LAYER OF BRISTOL FLATS, TO BE PLACED IN FIELD W/ LANDSCAPE ARCHITECT ADJACENT PAVING, REFER TO PLANS. FLUSH FILTER FABRIC, SEE SPECS 5/8" MINUS CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: ILL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N� Cn w CO CO Z NQ `Y' 2' Q CD N -0 a� N (i C/)o QQ a- r-- N (D d7 (/) OF W A SN OFtY E. gR 2 r � V 2OS S�6 EXP .1011�\ ��� PE AV-0 @2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ':�1 4fti s VULCAN j DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. DETAILS L3.01 LANDSCAPE FORMS: BOLA BIKE RACK • STAINLESS STEEL • DIRECT EMBED 28" +/- 1 /2" < PER TURER FINISH GRADE FRONT ELEVATION BIKE RACK SIDE ELEVATION 1 1/2" TUBING 3/4" THRU 1-1/2" > G NOTES: 1. MAINTAIN 30" x 48" SPACE CLEAR OF OBSTRUCTIONS IN FRONT OF GRILL OPERABLE PARTS FOR ADA COMPLIANCE 2. DESIGN INTENT ONLY - SUBMIT DETAILED SHOP DRAWINGS FOR APPROVAL 3. STAINLESS STEEL INTERNAL FRAMING AS REQUIRED 4. PROVIDE WOOD CLADDING ON SIDE AND BACK FACES TO MATCH FRONT FACE FRONT ELEVATION LY IUVL J VVVI U J IIVIL COMPANY AS BBQ UNIT BBQ GRILL STATION SCALE: 1 " = 1'-0" L % SCALE: V = V-0" WOOD DECKING PT WOOD SLEEPER CONCRETE PLINTH FILLED WITH CONCRETE OR FOAM AT CONTRACTOR OPTION SIZE PLATE SO ANCHORS ARE MIN 1" FROM EDGES '-4 DIA HILTI KWIK HUS EZ W/2" EMBED, SPACE 4" EACH DIRECTION III III III III III III #5 REBAR AT 18" MAX O.C. BOTH WAYS �- TYPICAL SECTION VIEW IMAGE FOR REFERENCE ONLY WOOD DECK SEATING PLATFORM SCALE: V = V-0" S 1 PAINTED STEEL FASCIA, 3/16" THICK PERIMETER SUPPORT FLANGE, TYP PL n FOR ALL \ BRACKET PIECES 1 /4" GAP, TYP a_ CV 3/16 3/16 R: TYP ALL + WELDS CURRENT PLANNING Clark Close 06/021/2026 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N Cn w Z LO M Q N -0 a�CV U) CY) N � _ CA Q Q o d- 05 F] CV U d7 (/D O�j3 WAS �. OG G O �� 2 r � V 2OS S�6 EX P.1p11�\ �',q FE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ri VULCAN ip, DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID (Drawing No. DETAILS L3.02 NOTES: 1. FENCING PER MANUFACTURER: MODEL: AMERISTAR, ECHELON PLUS MAJESTIC 3-RAIL, BLACK 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. is Cr - L W cr C D_ D O U C z Q u 0DC zLI LL<u° PANEL ELEVATION Q� n r ninon O z N iz� i a d i I i ° ad T� 3 15/16" TYP. a METAL FENCING AT PROPERTY LINE SCALE: 1/2" = 1'-0" RCF CLEAR NOTES: 1. 1 ATTACHED BENCH 2. STEEL FRAMING WITH 4 POSTS, PTD. DOG PARK SHELTER SCALE: 1 1 /4" X 1 7/16" FORERUNNER RAIL 2 112" X 2 112" POST 3/4" SO PICKET BRACKET M z Lu C a I- O U Ca..', OTCLL - OZ LL U_ < a GATE ELEVATION 12 4 3" 2 3/8" 1 /4" X 1 7/16" DRERUNNER RAIL 1 /2" X 2 1 /2" POST 3/4" SO GATE IPRIGHT 14" SO PICKET VELD ON BOX HINGE 3EQUIRES STEEL POST) GENERAL ROOF NOTES: 1 METAL ROOFING: • 24 GAUGE + GALVALUME COATED • KYNAR 500 PAINTED 2. TRIM COLOR MATCHES ROOF 3. SEE POLIGON.COM FOR COLOR OPTIONS STOP! NOT FOR CONSTRUCTION USE FOR PRELIMINARY PLANNING AND ESTIMATING ONLY BRA W' NCi= ARCHITECTURAL ELEVATIONS SCALE: REV LEVEL' FINISH GRA F, 1:32 A MOUNTING VARIES (611 sNFer hl BASED OENGINEERING POD www,poligpOliggn,Cem REQUIREMENTS. C0pyR1C.HF2U76 eyPORTERcoRP PA MVM OR PA 1 W5 PIWOW0 PMFORCORP AM N. PMfh AVf MOLLANO. MI 40IG4 NOTES: 1. FENCING PER MANUFACTURER: MODEL: AMERISTAR, ECHELON PLUS MAJESTIC 3-RAIL W/ PUPPY PANEL, BLACK 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. r2wa7em'Ora111 Iv z wCrC IZ D I- OUCC zQLL OLL TC= O Z LL U< a - PANEL ELEVATION METAL FENCING AT DOG AREA SCALE: 1/2" = V-0" NOTES: 1. (QTY. 1) 26'X3G SIZE 2. (QTY. 2) 10'X1 U SIZE 3. SLOPE OF ROOF TBD 4. STEEL FRAMING WITH 4 POSTS, PTD. 5. WOOD INTERIOR CEILING 6. INTEGRATED LIGHTING 1 1 /4" X 1 7/16" FORERUNNER RAIL 2 1 /2" X 2 1 /2" POST 3/4" SO PICKET BRACKET �a PEF 3" 2 3/8" Cr z w�C a- I- OUCC ZQLL ODC= OZ LL LL.< a - GATE ELEVATION FINISH GRADE, MOUNTING VARIES BASED CAN ENGINEERING REQUIREMENTS, OVERHEAD STRUCTURE - COURTYARDS SCALE: 12 .25 1 /4" X 1 7/16" DRERUNNER RAIL 1 /2" X 2 1 /2" POST 3/4" SO GATE IPRIGHT /4" SO PICKET VELD ON BOX HINGE REQUIRES STEEL POST) GENERAL ROOF NOTES: 1. METAL ROOFING: • 24 GAUGE + GALVALUME COATED • KYNAR 500 PAINTER 2. TRIM COLOR MATCHES ROOF 3. SEE POLIGON,COM FOR COLOR OPTIONS STOP NOT FOR CONSTRUCTION USE FOR PRELIMINARY PLANNING AND ESTIMATING ONLY BRA WNG: Id16j39gOFIX SrF.Ei �0 www. pO lirt. COm Pon cofrrrerrsmrs byPORTERcoRP 1 PA7A vR0A7M A WVW6 rORFFICORf 424FO M F"fh AVE MULLAPM Mt 4MM CURRENT PLANNING:01 Clark Close 06/02/2026 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U W � z NQ c QOOM N -0 a�N o N 00 rn Q Q 0 N CV 0)F] U) OF WAS/ GORY E. B/�0� O r � 0 0 2OS vS EX P. 10 C'4 PE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ii VULCAN %P, DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No DETAILS L3.03 NOTE: 1. ALL PLAY EQUIPMENT TO BE INSTALLED PER MANUFACTURERS DETAILS AND RECOMMENDATIONS, AND IN ACCORDANCE WITH ALL APPLICABLE CODES. ENSURE THE REQUIRED CLEARANCES ARE PROVIDED AND PLAY SAFETY SURFACING MEETS THE REQUIRED MINIMUM AREA AND DEPTH FOR EACH PLAY ELEMENT PLAY EQUIPMENT - ROBINIA CRAWLING PYRAMID SCALE: 3/8" - 1' F R021500 ` 1:100 PLAY EQUIPMENT - ROBINIA BALANCE BEAM SCALE: 3/8" - 1' E u �� r� o 4z PLAY EQUIPMENT - ROBINIA STILTS 3 PLAY EQUIPMENT - ROBINIA SITTING POLES SCALE. 3/8 1 SCALE. 3/8 1 CURRENT PLANNING ,� Clark Close 06/02/2026 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE PJ1VJITJA:I q [9 (0 [am ►14 0 PH: 972.726.9400 PROJECT MGR: ILL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 Q Ln U � � N LU CC) co Z LO 11-- Na `Y) co Q �� a�N GW AASO�OY13 O r � � V o 2OS sg6 EX P .1011�\ ��� Cq PE pRG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 VULCAN iI DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID (Drawing No. DETAILS L3.04 PLANTING GENERAL NOTES Note Desciption ALL NEWLY PLANTED AND LAWN AREAS SHALL BE IRRIGATED. ALL LAWN AREAS SHALL RECEIVE IMPORT TOPSOIL. REFER 2 TO SPECIFICATIONS FOR SOIL DEPTH, TYPE AND PREPARATION REQUIREMENTS. ALL PLANTED AREAS SHALL RECEIVE IMPORT TOPSOIL. 3 REFER TO SPECIFICATIONS FOR SOIL TYPE AND PREPARATION REQUIREMENTS. MULCH ALL PLANTING AREAS. REFER TO SPECIFICATIONS 4 FOR MULCH TYPE AND DEPTH. ALL PLANT MATERIAL MUST BE REVIEWED IN THE FIELD, 5 AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. THE CONTRACTOR SHALL STAKE ALL TREE LOCATIONS IN 6 THE FIELD PRIOR TO PLANTING. TREE LOCATIONS ARE SUBJECT TO MODIFICATION BY LANDSCAPE ARCHITECT. ALL TREE LOCATIONS MUST BE APPROVED BY THE 7 LANDSCAPE ARCHITECT PRIOR TO PLANTING. 8 STAKE ALL DECIDUOUS TREES. REFER TO DETAIL(S). 9 GUY ALL CONIFEROUS TREES. REFER TO DETAIL(S). ALL PLANTS SHALL BE LAID OUT IN THE FIELD PER THE PLANS, TRIANGULAR SPACING UNLESS OTHERWISE 16 NOTED. LAYOUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANT QUANTITIES SHOWN ON PLANS TAKE PRECEDENT 11 OVER PLANT QUANTITIES PROVIDED IN PLANT SCHEDULE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE 12 ADEQUATE PLANTING TO MEET SPACING REQUIREMENTS AND PLANT LAYOUT SHOWN. ALL PLANTING AREA FINISH GRADES (TOP OF MULCH) 13 SHALL BE 1'' BELOW ADJACENT PAVED SURFACES UNLESS NOTED OR DIRECTED OTHERWISE. EXISTING TREE PROTECTION MEASURES SHALL TAKE PRECEDENCE OVER SOIL PREPARATION AND PLANTING REQUIREMENTS. NOTIFY LANDSCAPE ARCHITECT OF ANY 14 DISCREPANCIES IMMEDIATELY. WHERE A DISCREPANCY EXISTS, SOIL PREPARATION AND PLANTING WITHIN TREE PROTECTION MEASURES SHALL BE ONLY AS APPROVED OR DIRECTED BY THE LANDSCAPE ARCHITECT. PLANTING SCHEDULE INSTALL SPACING SYMBOL BOTANICAL NAME COMMON NAME QUANTITY SIZE (O.C.) SHRUBS (Loi CISTUS X HYBRIDUS WHITE ROCKROSE #3 70 CORNUS SERICEA'FARROW' ARCTIC FIRE DOGWOOD #2 205 CORNUS SERICEA'ISANTI' RED TWIG DOGWOOD #5 72 o+ CORNUS SERICEA'KELSEYI' KELSEY'S DWARF RED -OSIER DOGWOOD #2 296 DAPHNE X TRANSATLANTICA'SUMMER ICE' SUMMER ICE DAPHNE #5 43 OFOTHERGILLA GARDENII 'BLUE MIST' BLUE MIST DWARF FOTHERGILLA #5 24 GAULTHERIA SHALLON SAAAL #2 3100 HEMEROCALLUS SPP. DAYLILLY #1 47 �+ HYDRANGEA QUERCIFOLIA'MUNCHKIN' MUNCHKIN OAKLEAF HYDRANGEA #5 27 O LAVANDULA x INTER MEDIA'GROSSO' LAVENDER #2 58 OLONICERA PILEATA BOXLEAF HONEYSUCKLE #5 50 MAHONIA EURYBRACTEATA'SOFT CARESS' SOFT CARESS MAHONIA #5 676 O MAHONIA X MEDIA'CHARITY' CHARITY MAHONIA #5 124 ® NANDINA DOMESTICA'LEMON-LIME' 'LEMON -LIME' NADINA #2 153 O PIERIS JAPONICA JAPANESE PIERIS 9 �II1� PRUNUS LAUROCERASUS'MT. VERNON' MT. VERNON LAUREL #2 811 RHODODENDRON X'CUNNINGHAM'S CUNNINGHAM'S WHITE RHODODENDRON #2 432 WHITE' RIBES SANGUINEUM RED FLOWERING CURRANT #2 106 o RIBES SANGUINEUM 'WHITE ICICLE' WHITE FLOWERING CURRANT #2 61 SALIX PURPUREA'NANA' DWARF ARCTIC BLUE WILLOW #5 59 SALVIA X SYLVESTRIS'MAY NIGHT' MEADOW SAGE #2 42 SEDUM 'AUTUMN JOY' STONECROP #1 60 SPIRAEA DOUGLASII DOUGLAS SPIRAEA #5 53 SPIREA JAPONICA'GOLDMOUND' JAPANESE SPIREA #5 41 SPIRAEA JAPONICA'WALBUMA MAGIC CARPET SPIRAEA #2 42 + SYMPHORICARPOS ALBUS SNOWBERRY #2 107 TAXUS X MEDIA'DARK GREEN SPREADER' DARK GREEN SPREADER YEW #5 131 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY #2 703 GRASSES, FERNS AND GROUNDCOVERS ACHILLEA MILLEFOLIUM YARROW (WHITE) #1 24" 110 i ANEMONE OREGANA BLUE WINDFLOWER 4" POT 12" 72 + + + + + + + + + ARCTOSTAPHYLOS UVA-URSI MASSACHUSETTS BEARBERRY 4 POT 18„ 3234 + + + IMASSACHUSETTS' + + + + ASARUM CAUDATUM WILD GINGER 4" POT 12" 433 O BLECHNUM SPICANT DEER FERN #1 18" 308 O CAREX OBNUPTA SLOUGH SEDGE #1 24" 510 e CAREX OSHIMENSIS EVERLIME SEDGE #1 24" 172 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS #1 18" 528 O DESCHAMPSIA CESPITOSA'NORTHERN NORTHERN LIGHTS TUFTED HAIR GRASS #1 18" 808 LIGHTS' DICENTRA FORMOSA WESTERN BLEEDING HEART #1 24" 30 ® ------------ FESTUCA IDAHOENSIS IDAHO FESCUE #1 90 FRAGARIA CHILOENSIS BEACH STRAWBERRY 4" POT 12" 940 IRIS TENAX OREGON IRIS 4" POT 12" 381 II JUNCUS EFFUSUS COMMON RUSH #1 24" 790 O MAHONIA REPENS CREEPING OREGON GRAPE #2 24" 474 OXALIS OREGANA (EVERGREEN) REDWOOD SORREL (EVERGREEN FORM) 4" POT 12" 133 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 4" POT 18" 1094 0 0 0 0 0 0 POLYSTICHUM MUNITUM WESTERN SWORD FERN #1 24" 2205 RUBUS CALYCINOIDES CREEPING BRAMBLE #1 24" 169 SARCOCOCCA HOOKERIANA VAR. HUMILIS DWARF SWEETBOX #1 24" 393 O SCIRPUS MICROCARPUS SMALL -FRUITED BULRUSH #1 18" 386 SEED / SOD AREAS + + + + + SEEDED GRASS LAWN + + + 4124 SO FT CURRENT PLANNING 'D Clark Close 06/02/2026 ' TREE PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME INSTALL SIZE QUANTITY MULTI -STEM, 3 STEMS MIN., ACER CIRCINATUM VINE MAPLE 2.5" CAL. EA. STEM, 8'-10' HT. MIN. 48 MULTI -STEM, 3 STEMS MIN., ACER GRISEUM PAPERBARK MAPLE 2.5" CAL. EA. STEM, 8'-10' 5 HT. MIN. 0 ACER SACCHARUM 'BARRETT COLE' APOLLO SUGAR MAPLE 2" CAL. MIN. 6 4 D Q Q 4 o AMELANCHIER X GRAN DI FLORA' AUTUMN BRILLIANCE' SERVICEBERRY 2" CAL. MIN. 12 00 AMELANCHIER X GRAN DI FLORA' AUTUMN BRILLIANCE' SERVICEBERRY 1.5" CAL. MULTISTEM 3 STEMS MIN. T HT. MIN. 23 CARPINUS CAROLINIANA'CCSQU' PP 11280 PALISADE AMERICAN HORNBEAM 2" CAL. MIN. 10 GINKGO BILOBA'AUTUMN GOLD' MAIDENHAIR TREE 2" CAL. MIN. 13 GINKGO BILOBA'MAGYAR' MAIDENHAIR TREE 2" CAL. MIN. 13 O LIRIODENDRON TULIPIFERA TULIP TREE 2" CAL. MIN. 6 O PARROTIA PERSICA PERSIAN IRONWOOD 2" CAL., 14'-16' HT. 10 PINUS MUGO MUGO PINE 10' HT MIN., B&B 2 PINUS STROBUS 'FASTIGIATA' UPRIGHT EASTERN WHITE PINE 12' HT MIN., B&B 1 j mw\ / I I PSEUDOTSUGA MENZIESII DOUGLAS FIR 10'-12' HT. MIN., B&B 17 QUERCUS GARRYANA GARRY OAK 3" CAL. 6 RHAMNUS PURSHIANA CASACARA 2" CAL. MIN. 23 THUJA PLICATA WESTERN RED CEDAR 8' HT. MIN., B&B 6 TSUGA HETEROPHYLLA WESTERN HEMLOCK 6' HT. MIN., B&B 4 ZELKOVA SERRATA'GREEN VASE' JAPANESE ZELKOVA 2" CAL. MIN. 5 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE PJ1VJITJA:I q [9 G [am ►1 ;11 0 PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 0 = Q Ln �(D W CO Z LO Na `Y) Q �� a� N C] OF W A Sy Y E. B/�O� O r � V o 2OS sg6 EX P .k 11N\ ��� Cq PE RG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 VULCAN j►', DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. PLANTING NOTES AND SCHEDULES L4.00 Kcr. bNLL I L4.Ud PLANTING PLAN CURRENT PLANNING Clark Close 06/02/2026 409 481"h' 0 8' 16' NORTH SCALE: 1/8"=1'-0" :V J H H Z J) H z HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ c� Q N -0 a�CV OF W A Siy GORY E. B/�0� O r � V -� 0, 'SEX P .1011�\ C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ill VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. PLANTING PLAN SCALE: 1/8"=1'-0" L4.01 1 1 i C F L L C L L C 1 l`1 . VJI 1" 1 ` I. V 1 CURRENT PLANNING 0 8' 16' Clark Close 06/02/2026 '- '• NORTH SCALE: 1/8"=1'-0" 00 FOR PLANT SYMBOL LEGEND HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ c� Q N -0 a�CV OF W AS GORY E. B/�0� O r � V -� 0, 'SEX P .1011�\ C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No PLANTING PLAN SCALE: 1/8"=1'-0" PLANTING PLAN L4.02 NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND r I I � , I ED , UD LL LLJ r� I ■ � 7T I I f PLANTING PLAN SCALE: 1 /8"-1'-0" / 1 j LJ _ 0 UD LL , / —_J LU 0 C/) a + + + + + REF. SHEET L4.01 — A / + O d 4 ° L1J LLJ V ) o° a ° ° LL L U �1� o ° ° BUILDING 1 --- a I - J � I ° o a i / + ill ° .. Q - <� ------ --_ I / a O+ till 4 d ° / d 1 �_ \ + r r e � �i II III _ �/ - • e -G�•�`� _ �O �il1 O mill ° ° f Q-------- O O - _- / I 0) I ��III - ° + / I �i�lll 0 III � � - �I��� _ _ °� • -_- _- - ' III / ° �� �i ° • + + - — — ° /I11 ° a / a a 44k° I ° L °� �, + I - ° � 4 4kZ ° a. a ------------ // ° 4 III ��i�ll ° . O+ �� ° a ° 4 I r ° 4. U ° a ° +O a + + ° o < +-------+ /( o a ° + + —� ( \I - + + ° _------- ° + ° a I O 11 + + a + ° Q �I urn "� a a . +++ + O a ° a I I + + + + + - I I -_ 1 ++++ + + 'In I I UJLI ° + + o + �� I � \ TI I + 4 + + - OL I +O ° + + + + + _ III + _ I it I ++ + + oa OO r I I + + + •• I + + I ° + ' a + + + + + BUILDING �O� 2 , + + o O s ° eoe a nl I a + + + + = i \ + j° \+ + ------ I ++ + o + + ° +� — + - s a a ++ — REF. SHEET 1-4.05 ( �/ �III�III 1 Q ° 00000�0000 �ao�o a ° , Q. a � J 0000000000o L1J L1J a do U) LL LJJ O — 4 4 O O O 4 a 4 a - n ° - a o. a ° e -------- ----- - ------- ------ d _ 1 0 ° O ° e s° CURRENT PLANNING 0 8' 161 Clark Close 06/02/2026 ' NORTH SCALE:1/8"=1'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U W � Z NQ ~ c Q N -0 a� CV ai C/)r o �00 rn QQ �°m CV 0)U) OF IN A S// GORY r � V v o Q)' 2OS SgS EX P .1011�\ C'4 PE pRG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ii VULCAN DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. PLANTING PLAN L4.03 1. REF. L4.00 FOR PLANT SYMBOL LEGEND REF. SHEET L4.02 BUILDING 1 ° + ° 4 •� o 0 0 o I d � 4 d d • • • • `--------------1; + + 000 0 � • • • d • I • +O + CD )oU O Q • • • + d d ' I • a I I 1 1 III �i , // \1 - 00 III\ O 1 1 �i III �IIr \I nl % III ( \I lid W 1 1 i ,� LiJ 1 1 i II TIC III II �� I I � 1 1 I I i N LL Lii I Z d 1 1 I I I i 1 1 N I � I I a N x I I I O+ +O + +O Q aft, O O I 1 11--1 VJI 1 LL 1 L 1. V V PLANTING PLAN SCALE: 1/8` 1'-0` O 4 \o 0 O ' Op O O O O O O O O O ° O O O O ° o ° 00 0 + O O + + + + O O + O 1 + O + +O° O + O + O � + p + + + o 0 0 + O / + o 0 0 + + O +� o / + o + o + O + + O o o p + + O ° o o o ? + + + + + + + + + + + + + + + + + + + + + + ° o + + + + o + + + + + + + + o + + + + + + + + O + + + + q ° + + + + + • + + + +0 (; Q + + + • • + + + o + + + + + + + + + + + + + + + + + ° + O • O CURRENT PLANNING Clark Close 06/02/2026 ' I HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ co Q N -0 a�CV OF W AS GORY E. B/�,0� r � � V 2OS S16 EX P .1011�\ C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ii VULCAN VP' - DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. PLANTING PLAN L4.04 NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND 0 ci a ED 0 1 . , �CLP' LE:77- -emu ❑ BUILDING 2 REF. SHEET L4.03 ------------- a ° II I� ° I a a °1 1 S ° S ------------- U ------------ I - . ° s a ° l co ° f J p`/ G.s.s.s.s.s.s.s.s.s.s.s.1110.1 a REF. SHEET L4.07 PLANTING PLAN SCALE: 1/8"=1'-0" n I J ■ Q , a , p J �+ o Lw ,o UD + a ILL _ I w �a o a a a ° o -� zn a 0 a , 0 + � w cn LL W II II II II II � II II II O 0 II IIII DOD II , SOD I• II , IIII ,.O II II I II II II II II II I II � , II II II II II II-------- 1I "" II LIMIT OF BIORETENTION, , REF. CIVIL PLANS , II II I II II II I II II II II II II II II II O D O II , 0 O II II II II Ii I II II II II I II I II II II II II II II II II CURRENT PLANNING NO N'e4& 0 81 16' Clark Close 06/02/2026 NORTH SCALE:1/8"=1'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a o U 2 a N� � rr,--a W CO (� Z NQ Ma Q N -0 a� CV ai C/)r o �00 QQ d- CV _ U) OF IN ,IS /y GORY E. B� C.J 2OS SgS EX P .1011�\ ��� C'4 PE pRG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. PLANTING PLAN L4.05 i u � a J0 �n ❑ REF. SHEET L4.04 1i if FEl O �❑ _ �O 705 II 0� o O 4 . ❑ ° ° ° 4 ❑ ❑ / / o ❑O 1 4 �❑ ❑ ❑ ° a a a + +4� 0 ❑ ° • + Lo CD, a °o ° O° Oo • ° + a ° BUILDING 3 x x , a ° O + + + + + + 4 ° ❑/� LU o O W I + + + + + + + + + + 4. ° • ❑ + 1 ° ° O •❑ + 4 1 O LL] j + +° 4 ° • O + nr-1 • + O o 1 ° ° + ❑' + ° + O O O 1 ° + + o + a .. ❑ a o + :.:......:...:: O❑ +°o •OAF + 1 + a ❑ o ❑ :. i + a 1 1 a o ❑ ° ° , O 1 ° p ❑ + + ❑J ❑ 1 p> LLJ a ❑ + w r ° z L+1 p •• �. + a�U) Ll LL 1 4 O \ ❑ O O �o + to + w 1 J`.. O[El 1 p + ❑ ® ❑ + o O + o + 1 O 1 ° p p co ° p ❑❑ + o o° 1 0 ❑ 0 \ + p �l ❑❑ ❑ ° 1 1 0 ° p ° + 0 no + ° BUILDING 3 + \ ° o p o ❑- J ElO + + ° ❑. o � 4� x ° p o 4--------------- 0------ 0 o❑ + 4 o � a ° ° x p U + c o � El 1 1 d p o + o o 1 1 + �❑° -(# 7�O ❑ ❑/' /� I 0+ o 1 4 1 ° 1 a o El a , + o L nL + + + ° ° ° Q /� + O - I 1< ° ° + O + Q O I I + •• + 1 LU � n I I O ❑ ❑ � ° d � \" o ❑ ° ° o ° 01 11 vJ , I I ° p 0)Eli❑ o + 4 o o ° 0 0 0 0 0 ° o + LL I 1 O \ , 1 O J 1 I d O # ° 0° 1 I ° + ° 1 0 ❑ ❑ El Ell + 00 T --k 0 4 + + + + + + + O i�- ° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 o Q +x ° I 1 a + I ❑ 1 ' x x ; ' I I I I 1 1 1 1 I I � I I REF. SHEET L4.08 ■ CURRENT PLANNING 0 8' 161 Clark Close 06/02/2026 •' PLANTING PLAN NORTH SCALE: 1/8"=1' 0" SCALE. 1/8"=1'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY. GB REVISIONS NOT FOR CONSTRUCTION a E 0 U 2 s? N� w CO Z Lo M� Q N -0 a� CV ai C/) r o N00 QQ 06 CV '� — U) OF W A Sy Z W O Or G,V V 2OS SgS EX P .1011�\ ��� C'4 PE pRG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA r� VULCAN %P'-, DD Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. PLANTING PLAN L4.06 REF. SHEET L4.05 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE PJ1VJITJA:I q [9 (0 [am ►1 ;11 0 PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U � rr,-- O W � Z NQ c� Q N -0 a�CV OF W A Siy GORY E. B/�0� O r � V -� 0 2OS SgS EX P. 10 C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ii VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No CURRENT PLANNING + 0 8' 16' Clark Close 06/02/2026 �4& �� PLANTING PLAN NORTH SCALE:1/8"=1'-0" SCALE: 1 /8"=1'-0" PLANTING PLAN L4.07 C L L C L C NI nTF 1. REF. L4.00 FOR PLANT SYMBOL LEGEND REF. SHEET L4.06 F RENTPLANNING 0 8' 16' k Close 06/02/2026 t4v �� PLANTING PLAN NORTH SCALE.1/8"=1'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U W � Z NQ c� Q N -0 a�CV O a00 rn QQ 0 �m CV 0)U) OF W A Sy GORY E. B/y0� 0 v -� 0 2OS SgS EX P. 10 C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ii VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No PLANTING PLAN SCALE: 1/8"=1'-0" REF. SHEET L4.04 �°r"("�\=\w = = = = = I VIBOL LEGEND fOW� Iya ring � 4. LU V) , LL LU 0 0 0 0 0 0 +� o ° \` REF. SHEET L4.10 CURRENT PLANNING o 0 8' 16' Clark Close 06/02/2026 '� '• PLANTING PLAN NORTH SCALE:1/8"=1'-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L W � Z NQ c� Q N -0 a�CV OF WAS y GORY E. B/�,0� G�� O r � � V -� 0 2OS SgS EX P .1011�\ ��� C'4 PE pRG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ii VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. PLANTING PLAN L4.09 SCALE: 1/8"=1'-0" REF. SHEET L4.09 a PLANTING PLAN SCALE: 1 /8"-1'-0" ===■ EXISTING 12" ALDER TO REMAIN 1 CURRENT PLANNING Clark Close 06/02/2026 .' NORTH 0 8' 16' SCALE: 1 /8" = T-0" HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: ILL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L W �� Z NQ c� Q N -0 a�CV OF W A Siy GORY E. B/�0� O r � V -� 0, 'SEX P .1011�\ C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ill VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No. PLANTING PLAN L4.1 0 NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND ■ REF. SHEET L4.12 CURRENT PLANNING Clark Close 06/02/2026 U:D] HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N L U W � Z NQ c� Q N -0 a�CV OF W AS GORY E. B/�0� O r � V -� 0, 'SEX P .1011�\ C'4 P E A ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 14 ii VULCAN VP' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID Drawing No PLANTING PLAN SCALE: 1/8"=1'-0" 0 8' 16' NORTH SCALE: 1/8" 1'-0" PLANTING PLAN L4.1 1 NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND REF. SHEET L4.11 ■ C) O J W LH HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE 1 ylvil ivm:14 1.11►16A z 141 PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U Q N � L U � � U LU CO CO Z NQ `Y' Q N -0 a�N O��j3 WAS �. OG G O �� 2 r b� V 9 0 2OS S�6 EX P.1p11�\ PE AV-0 ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. )iect Title KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA 'Via i s VULCAN DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 Project ID (Drawing No. PLANTING PLAN SCALE: 1 /8"=1'-0" CURRENT PLANNING Clark Close 06/02/2026 $ 16 NORTH SCALE:1/8"=T-0" PLANTING PLAN L4.12 MAY CREEK PARK TRAIL I �I II �l HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION E O U LLI I'00 N Q N N 0@O�I�IIIIY� cn o �r m00 rn QQ 0 0-6 N Oy ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ...1111111. Arl lad VULCAN;I� DD Issue: 03.23.22 Permit Issue: 12.07.22 Issue for Construction: 05.15.26 Project ID Drawing No SHORELINE BUFFER PLAN SCALE: 1 /8"=1'-0" CURRENT PLANNING , 7 Clark Close 06/02/2026 IF 0 30' 60' NORTH SCALE:1"=30'-0" SHORELINE BUFFER ENHANCEMENT PLAN L4.13 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION E O U LLI I'00 N Q N N 0@O�I�IIIIY� cn o �r m00 rn QQ 0 0-6 N Oy ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA ...1111111. Arl lad VULCAN;I� DD Issue: 03.23.22 Permit Issue: 12.07.22 Issue for Construction: 05.15.26 Project ID Drawing No SHORELINE BUFFER PLAN SCALE: 1 /8"=1'-0" CURRENT PLANNING , 7 Clark Close 06/02/2026 IF 0 30' 60' NORTH SCALE:1"=30'-0" SHORELINE BUFFER ENHANCEMENT PLAN L4.13 24" DIAMETER VEGETATION -FREE ZONE AT BASE OF ALL TREES BACKFILL PLANTING PIT WITH WITH MIX OF 1/2 NATIVE SOIL AND 1/2 IMPORTED SOIL. 1:1 SLOPE ON SIDES OF PLANTING PIT UNDISTURBED OR COMPACTED SUBGRADE. DECIDUOUS TREE PLANTING SCALE: 1 /2" T-0" NOTES 1. EACH TREE MUST BE PLANTED SUCH THAT THE • TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE WILL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. • 2. DO NOT HEAVILY PRUNE THE TREE AT • PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR • DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL • BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. • 3. WHERE TREES OCCUR IN TURF AREAS, PROVIDE 3DIAMETER MULCH CIRCLE, 3" DEPTH. 4. SET PLANT PLUMB. • 5. REMOVE UNTREATED BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. CONTAINER PLANTS -SCORE ROOTBALL IN 3 PLACES TO 1/2' DEPTH. 6. VERIFY TREES TO BE STAKED WITH PROJECT REPRESENTATIVE. FINISH GRADE OF SOIL PROVIDE WATER SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT. TREE PROTECTION ZONE (TPZ) FENCE DETAIL PROTECTION MEASURES DURING CONSTRUCTION: 1. Chain link fencing is required around the drip line of trees required to be retained, or around required tree protection tracts/easements. ` 2. The fence shall be a minimum of 6-feet high. G 3. Steel posts shall be driven at a depth to ensure the fence remains in an upright position for the duration of the development. 4. Tree protection signage shall be placed at intervals of no �. more than 20-feet along the entire fence. See link below for signage specifications. 5. Storage, fill, excavation, earth compaction, or dumping of liquids or materials is prohibited in fenced area. 1 6-FOOT 6. Utilities or impervious surface installation is prohibited REQUIRED �L, CHAIN LINK within the tree drip line. SIGNAGE ` FENCE 7. Grade changes are prohibited within the tree drip line. Ilk 8. Removal of the existing vegetation within the drip line of TREE protected trees is prohibited. PROTECTION 9. All areas within the required fencing shall be covered SIGNAGE evenly with a minimum of 3-inches of bark mulch, except x in areas where mulch will adversely affect protected ) ground cover plants. 10. For protected trees subject to a land use decision, the applicant shall retain an ISA certified arborist or ASCA certified consultant to supervise fence installation, DRIVEN STEEL MAINTAIN UNDISTURBED VEGETATION monitor tree health, and prune trees. POSTS EXISTING WITH 3-INCHES GRADE MULCH Planning Division CITY OF Renton , South Grady Way Rento---���D n, WA 98057 425-430-7200 1 www.rentonwa.gov PAGE 1 OF 3 TREE PROTECTION SIGNAGE INSTRUCTIONS INSTRUCTIONS: 11. Install tree protection signage at intervals of no more than 20-feet along the entire fence. 12. The size of each sign must be a minimum of 18" x 24". 13. Fill in the approved permit number on the front side. 14. Plastic laminate the sign for weather resistance. 15. Affix the filled -in and laminated sign to the tree protection fencing using zip or twist ties, wire, or twine. 16. Place sign on fencing so it is visible to construction personnel and, to the greatest extent possible, from the street. 17. Keep the sign in readable condition for the entire REQUIRED duration of the project. SIGNAGE 18. For protected trees subject to a land use decision, the applicant shall retain an ISA certified arborist or ASCA certified consultant to supervise fence installation, monitor tree health, and prune trees. DRIVEN STEEL POSTS MAINTAIN EXISTING GRADE 6-FOOT CHAIN LINK FENCE UNDISTURBED VEGETATION WITH 3-INCHES MULCH CITY OF Planning Division i 1055 South Grady Way enton Renton, WA98057 425-430-7200 1 www.rentonwagov PAGE 2 OF 3 EXISTING TREE PROTECTION SCALE: 1 /2" - V-0" o N LU LU LL O cD w FINISH GRADES co DECIDUOUS TREE STAKING SCALE: 1/2" - 1'-0" TREE TIES PER SPECIFICATIONS (2) WOODEN STAKES, REFER TO SPECIFICATIONS. CONFIRM TREES TO BE STAKED WITH OWNER'S REPRESENTATIVE. ::• -I � �-III ,III 1 DECIDUOUS L5.01 TREE PLANTING SHRUB PLANTING AREAS �MULCH LAYER PER PLANTING DETAILS REMOVE ALL MATERIAL LARGER TI �I THAN 1" IN TOP 3" OF PROFILE AMEND SOILS WITH 3" T TOPSOIL TYPE A INTO 5" OF EXISTING ROUGH GRADED SOIL PROFILE FOR A TOTAL -I1 IMPROVED DEPTH OF 8" UNDISTURBED EXISTING SOIL TURF AREAS* REMOVE ALL MATERIAL LARGER THAN 1" IN TOP 3" OF PROFILE TIII TllI T AMEND SOILS WITH 3" 1T� TOPSOIL TYPE B INTO 5" OF 00 EXISTING ROUGH GRADED SOIL PROFILE FOR A TOTAL IMPROVED DEPTH OF 8" -I - UNDISTURBED EXISTING SOIL * AT AREAS INDICATED TO RECEIVE HYDROSEED THAT ARE NOT IMPACTED BY CONSTRUCTION ACTIVITY, DO NOT AMENDMLL. HARD RAKE PRIOR TO HYDROSEEDING. FIELD AREA 12" MIN TOPSOIL TYPE C ...... ....... ...... . ...... . ...... �d SCARIFY SUBGRADE 4" MIN. " • •" •' •' •' • REMOVE ALL MATERIAL LARGER THAN 1 " - II UNDISTURBED EXISTING SOIL SOIL AMENDMENTS SCALE: 1" = 1'-0" CONIFER TREE PLANTING AND STAKING SCALE: 1 /2" = 1'-0" INSTALL 1 " ABOVE CONTAINER DEPTH 2" LAYER OF SPECIFIED MULCH BACKFILL _ _ PLANTING PIT WITH SPECIFIED MIX OF NATIVEAND IMPORTED SOIL lil i MOUND CENTER OF PLANTING PIT COMPACT TO SUBGRADE DENSITY SHRUB PLANTING SCALE: 1 /2" = T-0" 1.5 D ROOTBALL DIAMETER (D) 2-STRANDS #10 GAUGE WIRE W/ VINYL HOSE GUY AT 3 EQUALLY SPACED POINTS PER TREE FLAG WIRES FINISH GRADE OF MULCH TREE GUY STAKE AS SPECIFIED PROVIDE WATER SAUCER FINISH GRADE OF SOIL REMOVE UNTREATED III_ III=III= BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE -III_ TREATED BURLAP OR WIRE BASKETS COMPLETELY. III -I I I- CONTAINER PLANTS: SCORE ROOTBALLS IN 3 PLACES TO 1/2" DEPTH. PROVIDE PLANT TABS, QUANTITY ACCORDING TO MANUFACTURER'S SPECIFICATIONS NOTES: 1. INSTALL GROUNDCOVER AS SPECIFIED 2. INSTALL FERTILIZERS PER MANUFACTURER'S RECOMMENDATIONS 3. SCORE ROOTBALL 3 PLACES TO %2" DEPTH 4. INSTALL 1" ABOVE CONTAINER DEPTH TOP DRESSING 2D FERTILIZER AS SPECIFIED TYPICAL FINISHED GRADE D W/ 2" LAYER SPECIFIED MULCH. VERIFY SAUCER 11`Illli►'!��i��►�rr�:`' �i1►1��llli�'!��iui►`��i►��aw `'�illl��lll GROUNDCOVER PLANTING SCALE: 1" = 1'-0" CURRENT PLANNING NAT Clark Close 06/02/2026 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: ILL DRAWN BY: ILL CHECKED BY: GB REVISIONS NOT FOR CONSTRUCTION a E 0 U ,2 N� Cn w CO CO Z NQ 2' Q N � a� N (i OF W A SN OFtY E. gR r � CJ 2OS S�6 EX P.1p11�\ PE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. roject Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA s VULCAN DD Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 04.20.26 1 Project ID Drawing No. PLANTING DETAILS L5.01 I I I I I T 155 I I / I / I / / r'1 / ■11 a j t r 'I I I ,c 0 ,I 1Y4- �l�i r',a! J�,I{J� to, rAp IMF IF lift 0_1 — !— / It 12f00 _ I — I 77— �T Arles-/T .: - 11 1111 , rt 4" 1" / I `%4» I 9 32.2 C I 1%" PROPOSED IRRIGATION, TYP. CONTRACTOR SHALL ADD TO EXISTING IRRIGATION SYSTEM, TYP. TURF & PLANTING SHALL BE I ON SEPARATE ZONES. I I • � R I " I 1344! lY¢- 4 �Y-ll� 1" 10 38.2 �" lye 1 ¢" 1 'C �';y IM M ,Ye ,M �4" SHEET 5.01 M SHEET 5.02 It W i CRITICAL ANALYSIS Generated: 2026-04-19 06:05 \ P.O.C. NUMBER: 01 Water Source Information: 1-1/2 FLOW AVAILABLE Water Meter Size: 1-1/2 Flow Available 52.68 GPM PRESSURE AVAILABLE Static Pressure at POC: 125 PSI Elevation Change: 5.00 ft Service Line Size: 1 1/2 I's Length of Service Line: 20 ft Pressure Available: 121 PSI DESIGN ANALYSIS Maximum Multi —valve Flow: 50 GPM Flow Available at POC: 52.68 GPM Residual Flow Available: 2.68 GPM Critical Station: 14 Design Pressure: 40 PSI Friction Loss: 6.96 PSI Fittings Loss: 0.7 PSI Elevation Loss: 0 PSI Loss through Valve: 2.1 PSI Pressure Req. at Critical Station: 49.8 PSI Loss for Fittings: 1.22 PSI Loss for Main Line: 12.2 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 6 PSI Loss for Master Valve: 1.2 PSI Loss for Water Meter: 1.1 PSI Critical Station Pressure at POC: 71.5 PSI Pressure Available: 121 PSI Residual Pressure Available: 49.5 PSI \ ` o \ \ o IM Y M \ 0 20 40 60 feet NORTH CURRENT PLANNING Clark Close 06/02/2026 HENSLEY LAMKIN RACHEL, INC. DALLAS ■ HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: ILL DRAWN BY: LZ CHECKED BY: JA REVISIONS NOT FOR CONSTRUCTION a E 0 = Q H W 00 Z 1.0c\J Q H Ct') � a� N -0 a N N n T VJO 6-00 Q Q NF1� of W A SN IQ r � � q PE ARG ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA .A Irs r VULCAN PO"I DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 12.22.23 Project ID Drawing No. IRRIGATION PLAN L5.01 G C 1X k1 ���!�► ,IWAor _10 I 1\ IIIIIIIIIIoI 0 20 40 .0 feet NORTH IRRIGATION SCHEDULE �,11!�� I_IT 1� 11� ilk ill ilk rI I'll .. 0 SYMBOL MANUFACTURER/MODEL/DESCRIPTION SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI HUNTER ICV-G HUNTER PROS-06-PRS30-CV SR SERIES 11N., 1-1/21N., 21N., AND 31N. PLASTIC © 0 o O o 4 SHRUB SPRAY, 30 PSI REGULATED 61N. 30 ELECTRIC REMOTE CONTROL VALVES, zQ zH 4Q 4H 6Q 6H POP-UP. WITH FACTORY INSTALLED DRAIN GLOBE CONFIGURATION, WITH NPT CHECK VALVE. CO -MOLDED WIPER SEAL THREADED INLET/OUTLET, FOR WITH UV RESISTANT MATERIAL. COMMERCIAL/MUNICIPAL USE. HUNTER PROS-06-PRS30-CV STRIP SERIES HUNTER HQ-44LRC-AW � � � � � SHRUB SPRAY, 30 PSI REGULATED 61N. 30 QUICK COUPLER VALVE, YELLOW RUBBER ES LCS RCS CS SS POP-UP. WITH FACTORY INSTALLED DRAIN 0 LOCKING COVER, RED BRASS AND CHECK VALVE. CO -MOLDED WIPER SEAL STAINLESS STEEL, WITH 11N. NPT INLET, WITH UV RESISTANT MATERIAL. 2-PIECE BODY. ACME KEY WITH HUNTER PROS-06-PRS30-CV STRIP SERIES ANTI -ROTATION WINGS. SHRUB SPRAY, 30 PSI REGULATED 61N. 30 LANDSCAPE PRODUCTS INC. BGV SST POP-UP. WITH FACTORY INSTALLED DRAIN 1 /21N., 3/41N., 11N., 1-1 /41N., 1-1/21N., CHECK VALVE. CO -MOLDED WIPER SEAL 21N., 2-1/21N., 31N., 41N. BRASS GATE WITH UV RESISTANT MATERIAL. VALVE. THREADED BONNET, NON -RISING HUNTER PROS-06-PRS30-CV 10 SERIES STEM, PRESSURE RATED TO 200 PSI. (4440 SHRUB SPRAY, 30 PSI REGULATED 61N. 30 SAME SIZE AS MAINLINE. Q T H F POP-UP. WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO -MOLDED WIPER SEAL HUNTER ICV-G 2" WITH UV RESISTANT MATERIAL. 11N., 1-1/21N., 21N., AND 31N. PLASTIC My ELECTRIC MASTER VALVE, GLOBE HUNTER PROS-06-PRS30-CV 12 SERIES CONFIGURATION, WITH NPT THREADED 1 C� �O SHRUB SPRAY, 30 PSI REGULATED 61N. 30 INLET/OUTLET, FOR Q T H F POP-UP. WITH FACTORY INSTALLED DRAIN COMMERCIAL/MUNICIPAL USE. CHECK VALVE. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. PRESSURE REDUCING VALVE HUNTER PROS-06-PRS30-CV 15 SERIES 1-1/2" WILKENS 600 SERIES PRESSURE 4440 4• SHRUB SPRAY, 30 PSI REGULATED 61N. 30 REDUCING VALVE. SET AT 75 PSI Q T H F POP-UP. WITH FACTORY INSTALLED DRAIN PRESSURE REQUIRED DOWNSTREAM IS CHECK VALVE. CO -MOLDED WIPER SEAL 80.5 PSI WITH UV RESISTANT MATERIAL. BF ZURN 950XLT 2" HUNTER PROS-06-PRS30-CV ADJ SERIES DOUBLE CHECK VALVE ASSEMBLY ® © ® to iz i5 1, SHRUB SPRAY, 30 PSI REGULATED 61N. 30 POP-UP. WITH FACTORY INSTALLED DRAIN HUNTER HC-150-FLOW CHECK VALVE. CO -MOLDED WIPER SEAL 1-1/21N. FOR USE WITH HYDRAWISE WITH UV RESISTANT MATERIAL. ENABLED CONTROLLER TO MONITOR FLOW FS AND PROVIDE SYSTEM ALERTS. ALSO HUNTER MP CORNER PROS-06-PRS40-CV FUNCTIONS AS STAND ALONE FLOW SHRUB ROTATOR, POP-UP WITH FACTORY TOTALIZER/SUB METER ON ANY O INSTALLED CHECK VALVE, PRESSURE 40 RESIDENTIAL OR COMMERCIAL IRRIGATION REGULATED TO 40 PSI, MP ROTATOR SYSTEM. NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. SENSUS OMNI 1-1/2" HUNTER MP STRIP PROS-06-PRS40-CV SHRUB ROTATOR, 61N. POP-UP WITH IRRIGATION LATERAL LINE: PVC SCHEDULE FACTORY INSTALLED CHECK VALVE, 40 © 0 0 LST SST RST PRESSURE REGULATED TO 40 PSI, MP 40 ROTATOR NOZZLE. LST=IVORY LEFT STRIP, IRRIGATION MAINLINE: PVC SCHEDULE 40 SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP ON PRS40 BODY. - PIPE SLEEVE: DUCTILE IRON PIPE - ^ - ^ CLASS 52 HUNTER MP1000 PROS-06-PRS40-CV SHRUB ROTATOR, 61N. POP-UP WITH CHECK - - - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 VALVE, PRESSURE REGULATED TO 40 PSI, 40 MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO Valve Callout 270 ARC, O=OLIVE 360 ARC ON PRS40 Valve Number BODY. $� t _ Valve Flow # Valve Size HUNTER MP2000 PROS-06-PRS40-CV SHRUB ROTATOR, 61N. POP-UP WITH c O o FACTORY INSTALLED CHECK VALVE, 40 IRRIGATION SYSTEM PRESSURE 40 PSIMP BACK ROTATOR NOZZ ELATED ADJ' ARC DESIGN INTENT: 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. IRRIGATION SYSTEM HAS BEEN DESIGNED WITH THE INTENT HUNTER MP800SR PROS-06-PRS40-CV TO OPERATE MULTIPLE IRRIGATION ZONES AT A TIME. THE SHRUB ROTATOR, 61N. POP-UP WITH CHECK OVERALL SYSTEM IS DESIGNED TO RUN AT A MAXIMUM FLOW 0 ® VALVE, PRESSURE REGULATED TO 40 PSI, 40 50 GPM. IF OPERATOR SCHEDULES IRRIGATION CONTROLLER 8 $ F MP ROTATOR NOZZLE ON PRS40 BODY. TO IRRIGATE MORE THAN 50 GPM AT A TIME SYSTEM ADJ=ORANGE AND GRAY ( ARC 90-210), PRESSURE WILL DECREASE & CREATE OPERATING & 360=LIME GREEN AND GRAY (ARC 360) COVERAGE DEFICIENCIES. HUNTER MP815 PROS-06-PRS40-CV SHRUB ROTATOR, 61N. POP-UP WITH CHECK <8> 40 VALVE, PRESSURE REGULATED TO 40 PSI, 40 MP ROTATOR NOZZLE. M=MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE AND GRAY 210 TO 270 ARC, O=OLIVE AND GRAY 360 ARC ON PRS40 BODY. lip „ter I�. i ii IRRIGATION NOTES: 1. PROVIDE AND INSTALL ALL IRRIGATION IN CONFORMANCE WITH THE CITY OF RENTON STANDARDS. IN THE EVENT OF CONFLICT BETWEEN NOTES OR DETAILS AND THESE DOCUMENTS, THE STANDARDS SHALL TAKE PRECEDENCE. 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND APPROPRIATE SAFETY REGULATIONS. 3. IRRIGATION DRAWINGS ARE SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO UTILITIES OR EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 4. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED WITHIN PROJECT PROPERTY LINES & WITHIN LANDSCAPE BEDS WITH THE EXCEPTION OF ITEMS IN THE RIGHT OF WAY. ITEMS SHOWN OFF PROPERTY OR IN HARDSCAPE ARE FOR CLARITY ONLY. 5. EXISTING SYSTEM PRESSURE IS 125 PSI. PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, CONTRACTOR SHALL FIELD VERIFY EXISTING P.S.I. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE DESIGN P.S.I. PRIOR TO PROCEEDING W/ WORK. 6. SEE IRRIGATION SCHEDULE FOR HEAD DESIGN PRESSURES. 7. LOCATE QUICK COUPLING VALVE & AUTOMATIC CONTROL VALVES AT POINT OF EASY ACCESS. OWNER'S REPRESENTATIVE TO REVIEW & APPROVE FINAL LOCATION OF ALL QUICK COUPLERS & AUTOMATIC CONTROL VALVES PRIOR TO INSTALLATION. 8. HEAD LOCATION MUST BE ADJUSTED IN THE FIELD TO COMPLY W/ EXISTING SITE CONDITIONS AND PLANT MATERIALS. ADJUST SPRAY PATTERN FOR MAXIMUM COVERAGE. 9. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & LOCATED ON DIMENSIONED "AS -BUILT" DRAWING TO ALLOW FUTURE LOCATION & USE. 10. ALL IRRIGATION SLEEVES SHALL BE TWICE THE DIAMETER OF THE INSERT PIPE(S). SLEEVES SHALL NOT EXCEED 6" DIAMETER. 11. PVC MAINLINE LOCATIONS ARE SCHEMATIC. NO BENDING OF MAINLINE PIPE. 12. NO VALVE MANIFOLDS. GROUP VALVES TOGETHER W/ TEES 3' APART. VALVE BOXES SHALL OPEN THE SAME DIRECTION. 13. VALVE BOXES SHALL BE LEVEL & OPEN SAME DIRECTION. 14. AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE IRRIGATION SYSTEM. 15. PIPES TO SHARE TRENCHES WHERE POSSIBLE. SEPARATE COMMON PIPING BY 6" MIN. 16. WHERE PIPE SIZES ARE NOT SHOWN ON THE PLAN, PIPE SHALL BE SIZED TO THE NEXT LARGEST PIPE SIZE SHOWN UPSTREAM ON THE PLAN. 17. LETTERS ON PIPING SHALL BE ROTATED TO FACE UP. 18. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL CONDUIT TO CONTROLLER LOCATIONS & POINTS OF CONNECTION. 19. GENERAL CONTRACTOR TO PROVIDE POWER SOURCE FOR IRRIGATION CONTROLLER. (VERIFY LOCATION W/ OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK) 20. IRRIGATION CONTROLLER REQUIRES SECURE WIFI CONNECTION. 21. INSTALL FLOW SENSOR PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 22. LAY OUT MAINLINE AND LATERALS WITH 8' OF CLEARANCE FROM NEW TREES. 23. CONTRACTOR IS TO USE A BRANDING IRON TYPE OF TOOL TO IMPRINT VALVE BOX LIDS WITH NUMBERS. (CHARACTERS TO BE 2" IN HEIGHT). USE NUMBERING SYSTEM AS INDICATED ON PLANS. CURRENT PLANNING IIFO..,N Clark Close 06/02/2026 VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI (aD- POC PRECIP 1 HUNTER ICV-G 1-1/2" SHRUB ROTARY 34.71 40 7.95 1.59 49.5 64.2 0.87 in/h 2 HUNTER ICV-G 1-1/2" SHRUB ROTARY 34.39 40 6.6 1.59 48.2 62.9 0.44 in/h 3 HUNTER ICV-G lot SHRUB ROTARY 17.11 40 6.9 3 49.9 64.6 0.88 in/h 4 HUNTER ICV-G 1-1/2" SHRUB ROTARY 24.11 40 2.76 1.5 44.3 60.8 0.47 in/h 5 HUNTER ICV-G 1-1/2" SHRUB ROTARY 26.06 40 4.58 1.5 46.1 62.6 0.51 in/h 6 HUNTER ICV-G lip SHRUB ROTARY 18.69 40 2.31 3 45.3 61.9 0.47 in h 7 HUNTER ICV-G 1 " SHRUB ROTARY 16.0 40 5.24 3 48.2 64.8 0.5 in h 8 HUNTER ICV-G lot SHRUB SPRAY 9.7 30 4.99 2.97 38.0 54.0 2.94 in/h 9 HUNTER ICV-G 1-1/2" SHRUB ROTARY 32.19 40 6.4 1.54 47.9 63.9 0.66 in/h 10 HUNTER ICV-G 1-1/2" SHRUB ROTARY 38.16 40 5.29 1.66 47.0 63.5 0.44 in/h 11 HUNTER ICV-G 1-1/2" SHRUB ROTARY 33.59 40 7.39 1.57 49.0 64.4 0.92 in/h 12 HUNTER ICV-G 1 it SHRUB ROTARY 17.16 40 7.03 3 50.0 65.4 0.51 in/h 13 HUNTER ICV-G lot SHRUB ROTARY 20.43 40 4.34 3.26 47.6 69.4 0.98 in/h 14 HUNTER ICV-G 1-1/2" SHRUB ROTARY 47.94 40 7.66 2.1 49.8 71.5 0.49 in/h 15 HUNTER ICV-G lip SHRUB ROTARY 19.12 40 5.34 3 48.3 68.1 0.88 in/h 16 HUNTER ICV-G 1-1/2" SHRUB ROTARY 38.21 40 5.62 1.66 47.3 67.2 0.78 in/h 17 HUNTER ICV-G 1-1/2" SHRUB ROTARY 22.48 40 7.95 1.5 49.4 69.3 0.47 in/h 18 HUNTER ICV-G 1-1/2" SHRUB ROTARY 41.84 40 5.8 1.79 47.6 56.6 0.42 in/h ■ HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LZ CHECKED BY: JA REVISIONS NOT FOR CONSTRUCTION a 0 0 = 0_ o W CO Co Z Na Q co C\1 C/)o - C0 QQ co 0 rCD CV CD �U) Of WAS A No P � M . z r ►- o oti v ti 2OSC36 EXP.O8�2G�j.�� q PE AR ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTENM CONSENT OF HENSLEY LAKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA .011111110 go VULCAN rI. DID Issue: 03.23.22 IPermit Issue: 12.07.22 Permit Resubmittal Issue: 12.22.23 Project ID Drawing No. IRRIGATION PLAN L5.02 DOUBLE CHECK BACKFLOW ASSEMBLY TEST COCKS SHALL BE—\ UPRIGHT FOR EASY ACCESS 1 PRESSURE z Q GAGES UJ � J Q O PRESSURE FLOW REDUCING VALVE U U 2" MIN. CLR. BRASS PIPE FROM GATE VALVE N MUELLER STOP VALVES (FOR DRAINAGE) a "6" BASE COMPACTED" CRUSHED ROCK Y3 CU YD DRAIN ROCK AT BOTH ENDS OF VAULT UNDER WEEP HOLE ALLOW HATCH TO OPEN TO GROUND FINISH GRADE ° — FOGTITE #TA25 CONCRETE VAULT WITH LOCKING STEEL HATCHES. MAINTAIN 2" MIN CLEAR BETWEEN ALL COMPONENTS & EDGES OF a _ I VAULT, 6" MIN. CLEAR FROM THE TOP, & 12" I MIN CLEAR FROM THE BOTTOM. BRASS TEES, FITTINGS, NIPPLES AS NEEDED GROUT OPENINGS a ° WRAP ALL PIPES WITH APPROVED 10MM PLASTIC TAPE WHERE THEY PASS THROUGH GROUTED OPENINGS BRASS PIPE TO 0 MASTER VALVE 0 1" HDPE OR PEX—A WEEP HOLE SLOT DRAIN TO ROCK POCKET OR CB, EITHER SIDE OF VAULT ' NOTE: c USE TEFLON TAPE ON ALL THREADED FITTINGS. DOUBLE CHECK VALVE ASSEMBLY & PRESSURE REDUCING VALVE WATERTIGHT SPLIC (SEE SPECS) FINISH MASTER VALVE � GRADE TO CONTROLLER MASTER VALVE 18" MIN. CONNECTION BRASS UNION (2 PLACES) BRASS PIPE FROM DCVA 6" DEEP 3/8" WASHED ROCK VALVE BOX W/ LOCKING LID (SEE SPECS) 4"— 6" CLEARANCE IIIII = ' � IIIII 10 X PIPE I.D. MIN. FROM MASTER VALVE WATERTIGHT SPLICES - FINISH GRADE (SEE SPECS) 11 1 1I 4"— 6" — CLEARANCE SCH. 80 PVC SCH.80 TOE NIPPLE, TYP. FITTINGS/ADAPTORS (AS REQUIRED) SCH80 PVC PAVING BRICK (EACH CORNER, 6" DEEP 3/8" 4 TOTAL) WASHED ROCK SUMP TYP. , SUMP TYP. NOTE: -III=III=III=III=III=III=III= =I I I=I I I=I I I=I I I=I I I=I I I=J USE TEFLON TAPE ON ALL THREADED FITTINGS. I III IIIII I IIIII I IIIII I IIIII I IIIII 1IIII- MASTER VALVE & FLOW SENSOR FINISH GRADE -� �- 1-I I I -I I —I I I 1=1 I 1—I 11_ _III— III —III II=II — ROUND BOX =III III=III= W/LOCKING I Mi I 11 M COVER =III III=I11_ =I I = BRASS GATE VALVE. SIZE 18" MIN. =I I I �11- III MA NLLINBES QUAL TO IMi1 =1II= =III III=III III=11 III= =III= = SCH 80 NIPPLE (1 OF III-11 _III=1 2, TYP.) SCH 80 PVC UNION (1 =11 OF 2, TYP.) BRICK (1 OF 2, TYP.) PVC MAINLINE I Mil I J=I =III=I I _ — COMPACTED SIZE ON PLAN III III...III III = SUBGRADE CONCRETE THRUST BLOCK GbTE WITH UNION UNION NOTES: 1. SWING JOINT ASSEMBLY SIZE FINISH DETERMINED BY HEAD INLET GRADE SIZE SPECIFIED COMPACTED BACKFILL IIIIIIIIIII IRRIGATION HEAD PER PLANS PVC SCH. 80 RISER —LENGTH AS REQUIRED TO MAINTAIN 45 DEGREE ANGLE PVC SCH 40 STREET ELL AND SCH 40 PVC TT 90 ELL 12" PVC SCH 80 PVC SCH 40 TEE AND NIPPLE STREET ELL POP-UP SPRAY HEAD 5 X PIPE I.D. MIN. VALVE BOX W/ LOCKING LID (SEE SPECS) -III=III=IIIIII=III III= - -I I I —I I 1E1 I lEd I I=I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - SET HEADS 1 /2" ABOVE IN TURF AREAS & 1 " ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS PVC SCH 40 LATERAL r\ Z M cV 00 FLOW SENSOR FIRST ELBOW, JOINT OR FITTING (SCH. 40 PVC BEYOND) SCH. 80 PVC MAINLINE PAVING BRICK (EACH CORNER, 4 TOTAL) 2 X DIRECT BURIAL, 14 AWG OR GREATER. TO CONTROLLER SENSOR TERMINALS. MAXIMUM WIRE DISTANCE RUN OF 1,000' 10" ROUND BOX W/ LOCKING COVER. EXTEND AS NECESSARY FINISH GRADE ri: QUICK—COUPLING VALVE 18" MIN. SCH 80-90 ELL I— SCH 80 NIPPLE— SCH 80 PVC TEE--, PVC MAI N LI N E -III=III=III- SIZE ON PLAN I —III —I I —1 1-1 1— QUICK COUPLER VALVE ASSEMBLY GATE VALVE AS SPECIFIED ON PLANS. SAME SIZE AS CONTROL VALVE FINISH GRADE SCH 80 PVC CLOSE NIPPLE, TYP. SCH. 80 ST90 SCH. 80 PVC SS T.O.E. NIPPLE. LENGTH AS REQUIRED PAVING BRICK SCH. 80 BUSHING S X S X BUSH — SCH. 40 PVC MAIN AUTOMATIC VALVE ASSEMBLY FINISH GRADE IRRIGATION TRENCH CLEAN, COMPACTED, SUITABLE NATIVE BACKFILL. 14 GA. BARE COPPER WIRE 6'> SCH 40 LATERAL LINE 14 GA. BARE COPPER WIRE SCH 40 PVC MAINLINE. BUNDLE CONTROLLER WIRES BELOW MAINLINE ON OPPOSITE SIDE FROM SWING JOINTS IN A SNAKELIKE FASHION COVER WITH 2" OF CLEAN, SUITABLE NATIVE BACKFILL PRIOR TO MAINLINE INSTALLATION. NOTE: TAPE WIRES TOGETHER EVERY 10, BUT DO NOT TAPE BUNDLED WIRES TO MAINLINE. 4" 6" 1 MIN. _1111=1111=N i1 III I Lv 0 U 00 6 DEPTH BACKFILL BOX WITH 3/8" WASHED ROCK BRICK (1 OF 2, TYP.) 1 "X6" SCH 80 NIPPLE 1 " SCH 80 STREET 90 1 " SCH 80 TT 90 1 "X3" SCH 80 NIPPLE 1 "X12" SCH 80 NIPPLE 3' STEEL FARM FENCE POST W/3 EA SS CLAMPS COMPACTED SUBGRADE SPECIFIED VAULT FLUSH WITH FINISHED GRADE ELECTRIC REMOTE 1 CONTROL VALVE SCH 80 PVC UNION SCH. 80 ST90 VALVE BOX EXTENSION AS REQUIRED SCH. 80 PVC SS T.O.E. NIPPLE LENGTH AS REQUIRED SCH 40 PVC LATERAL 36" COILED EXTRA WIRE (DIFFERENT COLOR) INSTALL ONE EXTRA COIL PER VALVE BOX 3/8" WASHED ROCK SUMP TYP. PAVI NG TO ACCOMODATE WIRES. 6" WIDE TRENCH (OR AS REQUIRED TO ALLOW ADEQUATE COMPACTION OF BACKFILL) TRENCH UNDER ASPHALT CURRENT PLANNING Clark Close 06/02/2026 HENSLEY LAMKIN RACHEL, INC. DALLAS • HOUSTON • SEATTLE WWW.HLRINC.NET PH: 972.726.9400 PROJECT MGR: LL DRAWN BY: LZ CHECKED BY. JA REVISIONS NOT FOR CONSTRUCTION a 0 0 = Q W . co W CO coCz Z Na Q co N N � O Q >Q i o O (Z N r` o N O O co Of WAS �'P 2 z � r ►- � 2OSC36 EXP.O8�2G�j.�� q PE AR ©2020 HENSLEY LAMKIN RACHEL, INC. DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA VULCAN j►' DID Issue: 03.23.22 Permit Issue: 12.07.22 Permit Resubmittal Issue: 12.22.23 Project ID Drawing No. IRRIGATION PLAN L5.03